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What if my factored bending moment is Negative because when I substitute it in interaction formula considering that it should lessthan or equal to 1 the result will become negative? What Will I do?

How to design two slab using table coefficient if the span are equal? I will consider both coefficient of short span and long span or I will choose 1 and apply to other side

How about for trusses without gusset plates?

where I can find the weight for MEP(kpa) for designing roof trusses?

So I need to solve for the yielding and rupture of the steel? But it is often to have rupture in welded area rather than the steel itself?

If the connections is welded in roof truss, does it have tensile rupture stress?

Does welded connections has rupture stress in tension members. I am talking about welded connections in roof truss. I used angle bars.

How to get reactions of a truss with 5 pinned support that integrated into the roof beam?

How to determine the reactions at the supports when a truss is integrated into the roof beams?"https://files.engineering.com/getfile.aspx?folder=291fcfce-eb55-44ff-91d5-1d9324a33dc9&file=received_1066789807760125.png

How should load combinations be applied in monopitch trapezoidal truss for analysis? Is it applied to all joints? For instance, if I have 34 joints (17 on the top chord and 17 on the bottom chord), should I consider 16 on each side, since each joint in the side can support half (0.5) of the load...